70Z0G118BPRV00400_P6778388Drawings.pdf

PDF 26 MB Posted Nov 21, 2017

Attached to: REPAIR HVAC FOR MULTI-MISSION BUILDING AT USCG STA PT ALLERTON
Solicitation number: 70Z0G118BPRV00400
Issued by: Department of Homeland Security US Coast Guard

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Drawings for 70Z0G118BPRV00400

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File	Type	Posted
Abstract_of_Offers_70Z0G118BPRV00400.pdf	PDF	Dec 21, 2017
BID_BOND_SF24-16.pdf	PDF	Nov 21, 2017
Wage_Determination_MA_17.pdf	PDF	Nov 21, 2017
70Z0G118BPRV00400_IFB_HVAC_MMB_PT_Allerton.pdf	PDF	Nov 21, 2017
70Z0G118BPRV00400_P6778388Specifications.pdf	PDF	Nov 21, 2017

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9/22/17

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HULL, MASSACHUSETTS

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UNITED STATES COAST GUARD

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CIVIL ENGINEERING UNIT PROVIDENCE

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REPAIR HVAC SYSTEM MMB

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U.S. COAST GUARD STATION POINT ALLERTON

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(PLYMOUTH COUNTY)

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MASS.

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HARTFORD

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PROVIDENCE

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BOSTON

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PORTSMOUTH

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CONN.

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USCG STATION POINT ALLERTON

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BUZZARDS BAY

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NANTUCKET SOUND

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QUINCY SHORE DR

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SPRING ST

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U. S. COAST GUARD

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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ISSUED FOR CONSTRUCTION

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HULL

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MULTI-MISSION BUILDING

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GENERAL

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COVER SHEET

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J. SMOLOWITZ

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1. THE PROJECT SCOPE INVOLVES HVAC AND ARCHITECTURAL REPAIRS AT THE THE PROJECT SCOPE INVOLVES HVAC AND ARCHITECTURAL REPAIRS AT THE MULTI-MISSION BUILDING (MMB). 2. THE BASE BID INCLUDES THE FOLLOWING SCOPE ITEMS: THE BASE BID INCLUDES THE FOLLOWING SCOPE ITEMS: 2.1. REPLACE HEATING PLANT (~820 MBH EXISTING HEATING CAPACITY) REPLACE HEATING PLANT (~820 MBH EXISTING HEATING CAPACITY) 2.2. REPLACE GALLEY EXHAUST AND MAKE-UP AIR SYSTEM (~425 MBH EXISTING AHU REPLACE GALLEY EXHAUST AND MAKE-UP AIR SYSTEM (~425 MBH EXISTING AHU COOLING CAPACITY) 2.3. REMOVE AND REPLACE VARIABLE AIR VOLUME (VAV) SYSTEM WITH PROPOSED WATER REMOVE AND REPLACE VARIABLE AIR VOLUME (VAV) SYSTEM WITH PROPOSED WATER SOURCE HEAT PUMP (WSHP) BASED HVAC SYSTEM 2.4. REMOVE EXISTING MINI-SPLIT UNITS IN GYM REMOVE EXISTING MINI-SPLIT UNITS IN GYM 2.5. REPLACE THE EXISTING CEILINGS AS SHOWN ON THE ARCHITECTURAL DRAWINGS REPLACE THE EXISTING CEILINGS AS SHOWN ON THE ARCHITECTURAL DRAWINGS 2.6. REPAIR DUTY BERTHING ROOMS TO MEET FIRE CODES - ABOVE CEILING SPACE REPAIR DUTY BERTHING ROOMS TO MEET FIRE CODES - ABOVE CEILING SPACE ONLY 2.7. ELECTRICAL AND FIRE ALARM MODIFICATIONS REQUIRED IN SUPPORT OF THE HVAC ELECTRICAL AND FIRE ALARM MODIFICATIONS REQUIRED IN SUPPORT OF THE HVAC REPAIRS 3. OPTIONAL BID ITEM #1 (OBI #1) INCLUDES THE FOLLOWING SCOPE ITEMS: OPTIONAL BID ITEM #1 (OBI #1) INCLUDES THE FOLLOWING SCOPE ITEMS: 3.1. REPLACE WINDOW AND LOUVER IN BOILER ROOM REPLACE WINDOW AND LOUVER IN BOILER ROOM 3.2. REPLACE GALLEY GREASE TRAP REPLACE GALLEY GREASE TRAP 3.3. REPAIR SCALING AND CRACKING OF CONCRETE ROOF REPAIR SCALING AND CRACKING OF CONCRETE ROOF 3.4. REPAIR DUTY BERTHING ROOMS TO MEET FIRE CODES - BELOW CEILING SPACE REPAIR DUTY BERTHING ROOMS TO MEET FIRE CODES - BELOW CEILING SPACE ONLY 4. UNIT COST ITEM UNIT COST ITEM 4.1. A UNIT COST ($/SF) FOR ADDITIONAL CONCRETE ROOF SCALING AND CRACKING A UNIT COST ($/SF) FOR ADDITIONAL CONCRETE ROOF SCALING AND CRACKING REPAIRS TO COVER QUANTITIES IN EXCESS OF THE 400 SF INCLUDED IN THE OPTIONAL BID ITEM #1 SCOPE. THE UNIT COST SHALL INCLUDE ALL EQUIPMENT, MATERIALS, AND LABOR.

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DRAWING INDEX

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GENERAL CONDITIONS PLANS

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AAJacobs Typewritten Text

THIS DRAWING SET CONSISTS OF 69 SHEETS

ALL OF WHICH ARE RELEASED FOR

CONSTRUCTION AS OF 09/22/2017. ONLY THE

TITLE PAGE BEARS THE OFFICIAL USCG

TECHNICAL DIRECTOR'S SIGNATURE.

9/22/17

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U. S. COAST GUARD

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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ISSUED FOR CONSTRUCTION

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J. SMOLOWITZ

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47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

9/22/17

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BERTHING

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CORRIDOR

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LINEN STORAGE

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BATHROOM

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BATHROOM

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BATHROOM

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FITNESS AREA

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OFFICE/GENERAL STORAGE

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VESTIBULE

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1ST FLOOR PLAN

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MEZZANINE PLAN

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 09/22/17

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ISSUED FOR CONSTRUCTION

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AutoCAD SHX Text P6778388D03.dwg

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BCT

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TDG

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TDG

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AS SHOWN

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REPAIR HVAC SYSTEM MMB

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CG STA POINT ALLERTON

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HULL

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MULTI-MISSION BUILDING

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GENERAL

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GENERAL CONDITIONS PLANS

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J. SMOLOWITZ

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G. GOSSELIN

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A. JACOBS

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AutoCAD SHX Text GENERAL CONSTRUCTION NOTES: 1. THE BUILDING WILL NOT BE OCCUPIED DURING PERFORMANCE THE BUILDING WILL NOT BE OCCUPIED DURING PERFORMANCE OF WORK UNDER THIS CONTRACT. PRIOR TO CONTRACTOR MOBILIZATION, THE USCG WILL BE RELOCATING OPERATIONS TO THE UPH BUILDING ADJACENT TO THE MMB. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL FURNITURE THE CONTRACTOR IS RESPONSIBLE FOR ALL FURNITURE RELOCATION TO SUPPORT THEIR WORK ACTIVITIES. LOCATION MAY BE WITHIN THE SAME SPACE OR BETWEEN OTHER BUILDINGS ON THE PROPERTY AND MAY REQUIRE DAILY MOVES. THE CONTRACTOR SHALL CAREFULLY PROTECT AGAINST DAMAGE WHILE MOVING FURNITURE. THE FURNITURE SHALL BE PLACED BACK IN ITS ORIGINAL POSITION AT COMPLETION OF PROJECT. PRIOR TO WORK BEGINNING IN A ROOM/CORRIDOR, ALL REMAINING FURNITURE THAT WILL NOT BE MOVED SHALL BE COVERED AND PROTECTED. 3. DUST AND DEBRIS CONTROL BARRIERS SHALL BE INSTALLED DUST AND DEBRIS CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED TO PROTECT EXISTING SPACES, FURNITURE, AND EQUIPMENT THAT REMAINS WITHIN THE BUILDING DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND/OR REPLACING ALL BUILDING SYSTEMS, FINISHES, EQUIPMENT, AND/OR FURNITURE DAMAGED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL ENSURE THE CONSTRUCTION SITE IS THE CONTRACTOR SHALL ENSURE THE CONSTRUCTION SITE IS SECURED AGAINST UNAUTHORIZED ACCESS AT ALL TIMES. THE CONTRACTOR SHALL ENSURE EQUIPMENT LEFT ON SITE IS LEFT IN A SECURE STATE. 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY HEATING THE CONTRACTOR SHALL PROVIDE TEMPORARY HEATING SYSTEMS AS REQUIRED TO MAINTAIN THE BUILDING AT A MINIMUM TEMPERATURE OF 50 DEGREES F TO PREVENT FREEZING OF EXISTING SYSTEMS/PIPING/INFRASTRUCTURE. IN THE EVENT THE TEMPORARY HEATING SYSTEM IS INOPERABLE, THE CONTRACTOR SHALL REPAIR AND/OR PROVIDE A NEW TEMPORARY HEATING SYSTEM WITHIN 8 HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES AT NO COST TO THE GOVERNMENT CAUSED BY A DISABLED TEMPORARY HEATING SYSTEM. 6. THE STATION WILL REMAIN OPERATIONAL THROUGHOUT THE THE STATION WILL REMAIN OPERATIONAL THROUGHOUT THE CONTRACT DURATION. THE WORK COMPLETED SHALL NOT IMPACT ANY OF THE EXISTING FUELING SYSTEMS, POWER, COMMUNICATIONS, AND OTHER INFRASTRUCTURE ON SITE. IF ANY OUTAGES TO ANY SYSTEM IS REQUIRED TO COMPLETE THE WORK WITHIN THE MMB, A TWO WEEK WRITTEN NOTICE SHALL BE PROVIDED AND THE WORK SHALL BE COORDINATED TO BE PERFORMED DURING OFF-HOURS.

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AutoCAD SHX Text COORDINATION WITH SEPARATE INFORMATION TECHNOLOGY (IT) TASK ORDERS: 1. THE USCG WILL BE ISSUING A SEPARATE CONTRACT FOR WORK THE USCG WILL BE ISSUING A SEPARATE CONTRACT FOR WORK ASSOCIATED WITH THE COMMUNICATION INFRASTRUCTURE (REFERENCED AS IT CONTRACTOR HEREIN) INCLUDING, BUT NOT LIMITED TO, REPLACEMENT OF HORIZONTAL CABLING, OUTLET BOXES, AND SERVER EQUIPMENT. 2. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE THE PROGRESS THE CONTRACTOR WILL BE REQUIRED TO COORDINATE THE PROGRESS OF WORK WITH THE IT CONTRACTOR. THE CONTRACTOR SHALL PROVIDE SCHEDULE NOTICES FOR THE REMOVAL OF CEILINGS AND THE FINAL INSTALL OF THE CEILINGS FOR EACH AREA AS REQUIRED IN SPECIFICATION 01 11 00. THE IT CONTRACTOR WILL BE COMPLETING THEIR WORK IN TWO PHASES AS FOLLOWS: 2.1. PHASE 1: DURING DEMOLITION ACTIVITIES, THE IT CONTRACTOR WILL PHASE 1: DURING DEMOLITION ACTIVITIES, THE IT CONTRACTOR WILL REMOVE ALL THE EXISTING HORIZONTAL CABLING IN THE BUILDING. THE EXISTING PATHWAYS WILL ALSO BE REVIEWED TO ENSURE VIABLE PATHWAYS WITH PULL STRINGS TO PULL THE NEW HORIZONTAL CABLING TO THE WORK AREA OUTLET LOCATIONS. THE IT CONTRACTOR WILL ALSO BE INSTALLING A NEW 25-PAIR COPPER CABLE AND LIGHTNING PROTECTION BETWEEN THE MMB AND UPH BUILDING WHICH REPLACES AN EXISTING 6-PAIR COPPER CABLE. 2.2. PHASE 2: IT CONTRACTOR INSTALLS J-HOOK PATHWAYS, HORIZONTAL PHASE 2: IT CONTRACTOR INSTALLS J-HOOK PATHWAYS, HORIZONTAL CABLING, AND A NEW CABINET IN THE EXISTING TELECOMMUNICATION EQUIPMENT ROOM (ROOM 116 - ELECTRONICS). THE IT CONTRACTOR INTENDS TO COMPLETE THE WORK PRIOR TO NEW CEILINGS BEING INSTALLED. 3. THE IT CONTRACTOR WILL ALSO BE RELOCATING THE COMMAND CENTER THE IT CONTRACTOR WILL ALSO BE RELOCATING THE COMMAND CENTER (ROOM 214 - COMMUNICATIONS CENTER), ONENET ROUTER, SERVER, IP OFFICE PHONE SYSTEM, AND OTHER IT INFRASTRUCTURE TO THE BMF BUILDING AND RETURNING AFTER PROJECT COMPLETION IN COORDINATION WITH THE OVERALL PHASING OF THE PROJECT. 4. THE WORK ASSOCIATED WITH THE DATA OUTLET MODIFICATIONS WITHIN THE WORK ASSOCIATED WITH THE DATA OUTLET MODIFICATIONS WITHIN THE BERTHING ROOMS WILL BE COMPLETED AS PART OF THIS HVAC REPAIRS CONTRACT AS INDICATED IN THE DRAWINGS. THE WORK INCLUDES INSTALLING NEW PATHWAYS (WITH PULL STRINGS) INCLUDING A DOUBLE-GANG OUTLET BOX WITH A SINGLE-GANG MUD RING AND 1-INCH EMT STUB UP ABOVE THE ACOUSTIC TILE CEILING AND SEALED TO MEET THE FIRE RATING OF THE WALL ASSEMBLIES. ALL DISTRIBUTION CABLING AND PATCHING WILL BE PERFORMED BY THE IT CONTRACTOR. 5. THE CONTRACTOR SHALL PROVIDE A MINIMUM 14 CALENDAR DAY NOTICE THE CONTRACTOR SHALL PROVIDE A MINIMUM 14 CALENDAR DAY NOTICE FOR ANY SCHEDULE CHANGES ASSOCIATED WITH THE CEILING WORK TO THE CONTRACTING OFFICER.

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BENJAMIN C.

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TOWNSEND

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9-22-2017

3/4" CHAMFER TYP.

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#4 BARS @ 12" O.C. LONGITUDINAL, EACH WAY, TOP AND BOTTOM

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2" CLR

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2" CLR

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2" CLR

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EXISTING GRADE, RE-LOAM AND SEED AFTER PAD INSTALLATION

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AutoCAD SHX Text 10" THICK CONCRETE EQUIPMENT PAD. COORDINATE WITH MECHANICAL DRAWINGS FOR EQUIPMENT SIZE AND LOCATION.

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AutoCAD SHX Text S-501

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(3) 6" CONC. FILLED STEELBOLLARDS. SEE DETAIL C3/S-502. CONFIRM CLEARANCE FROM PULL SPACES PRIOR TO INSTALL

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EXISTING 10" CONC. SLAB

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SOUND ATTENUATION WALL SEE DETAIL B3/S-502 FOR TYPICAL POST ANCHORAGE DETAIL

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DRY COOLER UNIT SEE MECHANICAL

AutoCAD SHX Text SAW CUT AND REMOVE EXISTING SLAB. SAW CUTS SHALL BE STRAIGHT AND SQUARE. DISPOSE OF CONCRETE OFFSITE. PLACED CRUSHED STONE OVER LANDSCAPING FABRIC TO MATCH EXISTING, AFTER SLAB REMOVAL.

AutoCAD SHX Text SAW CUT AND REMOVE EXISTING SLAB. SAW CUTS SHALL BE STRAIGHT AND SQUARE. DISPOSE OF CONCRETE OFFSITE.

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ASPHALT

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GRASS

AutoCAD SHX Text POUR SLAB UP TO EDGE OF EXISTING PAVEMENT. PATCH AND REPAIR ANY PAVEMENT DAMAGED DURING CONSTRUCTION

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SUMP - SEE SUMP BASIN PART PLAN B1/S-501.

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EXISTING FLOOR SLAB

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CONCRETE EQUIPMENT PAD

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3/4" CHAMFER, TYP.

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#3 BARS @ 12" O.C. E.W. CENTERED IN PAD

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(4) 6"x6" HOOKED BARS TYP. @ CORNERS, DRILL & EPOXY INTO EXISTING SLAB. EMBED 3"

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MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS AND SPECIFICATIONS

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CURB WHERE REQ'D, SEE MECHANICAL SPECIFICATIONS.

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2" CLR

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2" CLR

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2" CLR

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#4 BARS @ 12" O.C. LONGITUDINAL, EACH WAY, TOP AND BOTTOM

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SLOPE TO AVOID UNDERMINING EXISTINGS PAD

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EXISTING PAD

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#4 BARS, 20" LONG @ 12" O.C.

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DRILL & GROUT INTO EXISTING PAD, 8" EMBED

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SUMP BASIN

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SUMP BASIN

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EXTENT OF SAW-CUT OF EXISTING SLAB

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(9) #4 BARS, HOOKED EQUALLY SPACED AROUND CIRCUMFERENCE

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SUMP CYLINDRICAL WALL BELOW

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SUMP BASE PAD BELOW

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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DATE

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DRAWING NUMBER

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SHEET OF

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PROJECT ENG.

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APPROVING OFFICER

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PROJECT NUMBER

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DISCIPLINE/SHT NO

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REVIEWED BY:

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BRANCH CHIEF

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CHECKED BY:

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A/E PROJECT NO:

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 09/22/17

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ISSUED FOR CONSTRUCTION

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AutoCAD SHX Text P6778388D04.dwg

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BJB

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BJB

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CSS

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SJT

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AS SHOWN

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REPAIR HVAC SYSTEM MMB

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CG STA POINT ALLERTON

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HULL

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MULTI-MISSION BUILDING

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STRUCTURAL

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EQUIPMENT PAD DETAILS

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J. SMOLOWITZ

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G. GOSSELIN

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A. JACOBS

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SCALE 1/8" = 1'-0"

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MMB EQUIPMENT PAD KEY PLAN

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SCALE 3/4" = 1'-0"

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MAU CONCRETE PAD SECTION

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PLAN

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NORTH

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SCALE 3/4" = 1'-0"

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TYPICAL HOUSEKEEPING PAD DETAIL

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AutoCAD SHX Text NOTES: 1. A MINIMUM 3'-0" CLEAR PERIMETER AROUND THE DRY A MINIMUM 3'-0" CLEAR PERIMETER AROUND THE DRY COOLER UNIT IS REQUIRED TO MAINTAIN CODE REQUIRED CLEARANCE. COORDINATE FINAL FENCE DIMENSIONS AND LOCATION OF THREE SIDES AFTER FINAL SELECTION OF DRY COOLER UNIT.

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LEGEND:

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INDICATES EXISTING CONCRETE TO BE REMOVED

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CONCRETE PAD EXTENSION

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SUMP BASIN PART PLAN

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BRIAN J.

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BEAULIEU

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NO.52529

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STRUCTURAL

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9-22-2017

HORIZONTAL JOINT REINFORCING AT 16" O.C. MIN. (3) JOINTS PER OPENING

AutoCAD SHX Text CLEAN EXISTING STEEL LINTELS FREE OF RUST, DIRT AND DEBRIS DOWN TO BARE METAL. COAT WITH A ZINC RICH PRIMER OR COLD GALVANIZING COMPOUND PRIOR TO PLACING CMU INFILL. COVER TOES OF LINTELS WITH GROUT SUCH THAT THEY ARE NOT EXPOSED TO VIEW OR WEATHER.

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SEE A-201 FOR INFILL LOCATIONS. COORDINATE THIS DETAIL WITH A3/A-501

AutoCAD SHX Text PROVIDE HORIZONTAL JOINT REINFORCING AT WALL TIE LOCATIONS - SEE A3/A-501 FOR WALL TIE LOCATIONS. SEE SPECIFICATION 042000 FOR JOINT REINFORCEMENT

AutoCAD SHX Text 3'-6"

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6" SCH 40 CONCRETE FILLEDGALVANIZED STEEL PIPE PAINTED YELLOW

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ROUND INFILL CONCRETE AT TOP AS SHOWN. FINISH SMOOTH

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8" MIN.

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8" MIN.

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8" MIN.

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8" MIN.

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8" MIN.

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8" MIN.

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EXST 4 PLY BUILT UP ROOFING

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EXST LIGHTWEIGHT INSULATING CONCRETE (SLOPING)

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EXST CONCRETE DECK

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1/4" ASTM A36 STEEL PLATE

AutoCAD SHX Text 1/4" x 1 1/2" CONCRETE SCREWS @ 8"O.C. EACH SIDE OF OPENING MIN. (4) SCREWS PER SIDE. PRE-DRILL EXISTING CONCRETE AND INSTALL SCREW PER SCREW MANUFACTURE'S INSTRUCTIONS.

AutoCAD SHX Text COORDINATE OPENING LOCATIONS WITH MECHANICAL AND ARCHITECTURAL. SEE A2/A-501 FOR ADDITIONAL INFORMATION

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SOUND ATTENUATION WALL POST COORDINATE WITH MANUFACTURER

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(4) GALVANIZED THREADED ASTM F1554 GRADE 50 OR ASTM A572 ANCHOR RODS, MIN. 3/4" OR AS SPECIFIED BY MANUFACTURER

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DRILL AND EPOXY GROUT USING HILTI HY200 EPOXY OR EQUAL

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SHIM OR GROUT AS SPECIFIED BY MANUFACTURER

AutoCAD SHX Text NOTES: 1. SOUND ATTENUATION WALL MANUFACTURER NOTE: SOUND ATTENUATION WALL MANUFACTURER NOTE: MAXIMUM ALLOWABLE REACTIONS AT BASE OF POSTS: MOMENT = 4.5 K-FT SHEAR = 2.0 K ADJUST POST SPACING SUCH THAT BASE REACTIONS TO NOT EXCEED THE ABOVE. 2. CONTRACTOR TO FIELD VERIFY THAT THE THICKNESS OF THE EXISTING CONCRETE PAD CONTRACTOR TO FIELD VERIFY THAT THE THICKNESS OF THE EXISTING CONCRETE PAD IS A MINIMUM OF 8" PRIOR TO COMMENCING CONSTRUCTION OF THE SOUND ATTENUATION WALL. CONTACT THE C.O.R. IF THE EXISTING PAD THICKNESS IS LESS THAN 8".

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4" CONCRETE SLAB INFILL

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GREASE TRAP, SEE P-401

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EXCAVATE AND SLOPE GRADE FOR STABILITY AND TO AVOID UNDERMINING EXISTING SLAB

AutoCAD SHX Text PLACE 1/4" COMPRESSIBLE FILLER AROUND PERIMETER OF GREASE TRAP PRIOR TO PLACING SLAB INFILL. CAP WITH POLYURETHANE SEALANT.

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EXISTING CONC. SLAB

AutoCAD SHX Text #3 BARS, 16" LONG SPACED AT 16" O.C., 3-SIDES OF OPENING. DRILL AND EPOXY DOWEL INTO EXISTING SLAB. CENTER IN SLAB

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TILE FLOOR NOTE SHOWN SEE ARCHITECTURAL

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DUCT

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DUCT

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DUCT

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DUCT

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DUCT

AutoCAD SHX Text L6X4x LINTEL 516 LINTEL 4" MIN. BEARING EACH SIDE PRIME AND PAINT TO MATCH EXISTING ADJACENT CMU WALL. APPLY PRIME COAT AND 1ST PAINT COAT PRIOR TO INSTALL. APPLY FINAL COAT AFTER INSTALL

AutoCAD SHX Text L4X4x GALVANIZED LINTEL 14 GALVANIZED LINTEL 4" MIN. BEARING EACH SIDE. PRIME & PAINT TO MATCH EXISTING ADJACENT CMU WALL. PRIMER SHALL BE COMPATIBLE WITH GALVANIZING. GALVANIZE, PRIME AND PAINT ONE COAT PRIOR TO INSTALL AND APPLY FINAL COAT AFTER INSTALL.

AutoCAD SHX Text SAW CUT EXISTING CMU AND INSERT NEW LINELTS PRIOR TO DEMOLISHING EXISTING CMU FOR DUCT PENETRATION

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MAU INTAKE AND EXHAUST DUCT PENETRATIONS. DUCT NOT SHOWN

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COORDINATE THIS DETAIL WITH A-201 AND M-101

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INTERIOR

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EXTERIOR

AutoCAD SHX Text REMOVE CMU BELOW OPENING TO NEAREST JOINT AND REPLACE WITH GROUND FILLED BOND BEAM BLOCKS SEE A4/S-502

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SAW CUT EXISTING CMU AT JOINTS AFTER LINTEL HAS BEEN FULLY INSTALLED

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LOCATE ONE SIDE OF OPENING AT EXISTING VERTICAL JOINT

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THIS ELEVATION TYP. AT BOTH INTERIOR & EXTERIOR

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AutoCAD SHX Text #4 BARS x 18" LONG @ HOOKED DOWEL LOCATIONS DRILL & EPOXY INTO EXISTING SLAB W/ HILTI HY 200, OR EQUAL

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(9) #4 BARS HOOKED BARS EQUALLY SPACED AROUND CIRCUMFERENCE

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STANDARD ACI HOOK, TYP.

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#4 HOOKED BARS @ WALL BAR LOCATIONS COORDINATE WITH DRAIN PENETRATION

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SUMP BASIN CAST INTEGRAL WITH CONCRETE PIT WALLS. COORDINATE WITH P-101 & P-401

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(4)#4 BARS @ 12" O.C. EACH WAY, CENTERED

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EXISTING SOIL SLOPE AS REQ'D FOR SOIL STABILITY

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3/4" CRUSHED STONE

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#3 TIES AT T.O. SLAB T.O. WALL AND B.O. WALL

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DRAIN, SEE P-101 AND P-401 FOR DRAIN TYPE

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BENTONITE EXPANDING WATER STOP AT EACH COLD JOINT, TYP.

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 09/22/17

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ISSUED FOR CONSTRUCTION

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AutoCAD SHX Text P6778388D05.dwg

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BJB

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BJB

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CSS

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SJT

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AS SHOWN

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REPAIR HVAC SYSTEM MMB

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CG STA POINT ALLERTON

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HULL

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MULTI-MISSION BUILDING

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STRUCTURAL

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PENETRATION INFILL DETAILS

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J. SMOLOWITZ

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G. GOSSELIN

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A. JACOBS

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AutoCAD SHX Text P6778388

AutoCAD SHX Text S-502

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SCALE 1/2" = 1'=0"

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TYPICAL EXTERIOR WALL INFILL DETAIL

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AutoCAD SHX Text A-201, A-501

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SCALE 1 1/2" = 1'=0"

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TYPICAL ROOF PENETRATION INFILL

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SCALE 1 1/2" = 1'=0"

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TYPICAL BOLLARD DETAIL

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SCALE 1 1/2" = 1'=0"

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TYPICAL SOUND ATTENUATION WALL POST ANCHORAGE DETAIL

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SCALE 1" = 1'=0"

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GREASE TRAP DETAIL

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AutoCAD SHX Text A-101

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SCALE 1 1/2" = 1'=0"

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MAU DUCT PENETRATION LINTEL DETAIL

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AutoCAD SHX Text A-201, S-502

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AutoCAD SHX Text 1/2'

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SCALE 3/4" = 1'=0"

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MAU DUCT PENETRATION ELEVATION

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AutoCAD SHX Text A-201

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SCALE:1"=1'-0"

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SUMP BASIN SECTION

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BRIAN J.

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BEAULIEU

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NO.52529

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STRUCTURAL

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09/22/17

D A

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DISCIPLINE/SHT NO

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PROVIDENCE

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CIVIL

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U. S. COAST GUARD

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CIVIL ENGINEERING UNIT

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PROVIDENCE

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USCG. CEU PROVIDENCE

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475 KILVERT STREET, SUITE 100

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WARWICK, RI 02886

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AutoCAD SHX Text 09/22/17

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ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.005.001

AutoCAD SHX Text P6778388D06.dwg

AutoCAD SHX Text 1:1

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GJN

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CRD

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CRD

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DMD

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AS SHOWN

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REPAIR HVAC SYSTEM MMB

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CG STA POINT ALLERTON

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HULL

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MULTI-MISSION BUILDING

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ARCHITECTURAL

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NOTES AND ABBREVIATIONS

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J. SMOLOWITZ

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G. GOSSELIN

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A. JACOBS

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AutoCAD SHX Text P6778388

AutoCAD SHX Text A-001

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TYPICAL ABBREVIATIONS

AutoCAD SHX Text AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE BLDG BUILDING BUILDING CLG CEILING CEILING CLR/CL CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS COR CONTRACTING OFFICER REPRESENTATIVE CONTRACTING OFFICER REPRESENTATIVE CT CERAMIC TILE CERAMIC TILE DEMO DEMOLITION DEMOLITION DWG DRAWING DRAWING EA EACH EACH EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL EQ EQUAL EQUAL EXST EXISTING EXISTING FD FLOOR DRAIN FLOOR DRAIN FE FIRE EXTINGUISHER FIRE EXTINGUISHER FF FINISH FLOOR FINISH FLOOR FLR FLOOR FLOOR FRTW FIRE RETARDANT TREATED WOOD FIRE RETARDANT TREATED WOOD G.C.

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